Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-6.7/R25.1
Work Description: Remove concrete pavement and base, and place HMA and JPCP
Location Description: ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
Contractor Name: Coffman Specialties
Contractor Address: 9685 Via Excelencia, San Diego, CA 92126
Resident Engineer: Elvira Lenart Structure Rep.: Unknown
DIME Sample ID: 2021-04-30-6
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/03/2021
The quantity of what the sample constitutes: 6
A brief description of the sample: concrete cylinders
From where was the sample collected: Manufacturer
Laboratory sample identification: 1012-26RR
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Coffman Specialties, Inc
The concrete mix design number: 1906-17
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Lanes 3 and 4 Shoulder at Station 183 30
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-04-30-6-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/10/2021
Date Tested: 05/07/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
|
Test performed
|
With no density determined
|
Average diameter of cylinder 1
|
5.98 in
|
Average diameter of cylinder 2
|
5.98 in
|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
|
Cross sectional area of cylinder 1
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28.09 in^2
|
Cross sectional area of cylinder 2
|
28.09 in^2
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Compressive strength (to nearest 10 psi)
|
4030 psi
|
Maximum load on cylinder 1
|
114270 lb
|
Maximum load on cylinder 2
|
112355 lb
|
Compressive strength of cylinder 1
|
4068.0 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
3999.8 psi
|
Type of fracture pattern of cylinder 2
|
1
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
|
1
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Correction factor for cylinder 2
|
1
|
Age of specimen
|
7 days
|
Age of specimen in hours
|
0 hours
|